Dam Search Results
Please note: only dams ≥ 15m which have been completed, are under construction, or due to begin RCC placement in the current year are included in the table below.
Results are sorted in the following order: Finish of RCC, Start of RCC, Finish of Project, Start of Project, Height and alphabetical by Dam Name.
← Scroll the table horizontally to view its entire width →
| Name | Country | Owner | Purpose | River | Reservoir capacity (m3x106) | Construction dates | Dimensions | Volume | Facings | Placement | Cementitious material | |||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Start | Finish | Height | Length | RCC | Total | Upstream | Downstream | Spillway | Layers | Lifts | Cement | Pozzolan | ||||||||||||
| Project | RCC | RCC | Project | (m) | (m) | (m3x103) | (m3x103) | Slope | Type | Slope | Type | Slope | Type | (m) | (m) | (kg/m3) | (kg/m3) | |||||||
| Imi el Kheng | Morocco | G I | Oued Berhil | 12 | 04/92 | 09/92 | 07/93 | 04/94 | 39 | 170 | 97 | 109 | 0.20 | (5) | 0.80 | (1)* | 0.80 | (1)* | 300 | 300 | 100 110 | 20 20 | (N) | |
| Tie Hack | USA | W | South Fork Clear Creek | 3 | 05/96 | 10/96 | 08/97 | - /97 | 41 | 170 | 62 | 69 | V | (1) | 0.80 | (1)* | 0.80 | (1)* | 300 | 300 | 89 | 83 | (F) | |
| Pine Brook | USA | W | 1 | 01/05 | 10/05 | 04/06 | - /06 | 26 | 170 | 27 | 30 | V | (7) | (17) | separate | 300 | 300 | 95 | 59 | (F) | ||||
| Figueirópolis | Brazil | H | Jauru | 35 | - /08 | - /09 | - /10 | 12/10 | 16 | 170 | V | 0.43 | 0.75 | |||||||||||
← Scroll the table horizontally to view its entire width →
Search again
Please note: only dams ≥ 15m which have been completed, are under construction, or due to begin RCC placement in the current year are included in the list below.
Results are sorted in the following order: Finish of RCC, Start of RCC, Finish of Project, Start of Project, Height and alphabetical by Dam Name.
Details
Country: Morocco
Owner: -
Type: Gravity
Purpose(s): Groundwater Recharge / Irrigation
River: Oued Berhil
Reservoir capacity: 12 m3x106
Construction Dates
Start of Project: 04/92
Start of RCC: 04/92
End of RCC: 07/93
End of Project: 04/94
Specifications
Height: 39 metres
Length: 170 metres
Volume of RCC: 97 m3x103
Total volume: 109 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.20 | Traditional concrete against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 100 |
| 110 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 20 | Natural pozzolan (ASTM Class N) |
| 20 |
Details
Country: USA
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: South Fork Clear Creek
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: 05/96
Start of RCC: 05/96
End of RCC: 08/97
End of Project: -/97
Specifications
Height: 41 metres
Length: 170 metres
Volume of RCC: 62 m3x103
Total volume: 69 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 89 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 83 | Low-lime flyash (ASTM Class F) |
Details
Country: USA
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: -
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 01/05
Start of RCC: 01/05
End of RCC: 04/06
End of Project: -/06
Specifications
Height: 26 metres
Length: 170 metres
Volume of RCC: 27 m3x103
Total volume: 30 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| Unformed face of RCC |
Spillway
| Slope | Type |
|---|---|
| separate |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 95 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 59 | Low-lime flyash (ASTM Class F) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Jauru
Reservoir capacity: 35 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: -/10
End of Project: 12/10
Specifications
Height: 16 metres
Length: 170 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical |
Downstream
| Slope | Type |
|---|---|
| 0.43 |
Spillway
| Slope | Type |
|---|---|
| 0.75 |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
Search again
Please note: only dams with known co-ordinates will appear on this map.
Your search returned no dams with known co-ordinates